Mechanical Properties of Energy Efficient Concretes Made with Binary, Ternary, and Quaternary Cementitious Blends of Fly Ash, Blast Furnace Slag, and Silica Fume

International Journal of Concrete Structures and Materials

Table 4 The details of mix proportions.

Specimen name		W/B	S/a	W	C	FA	BS	SF	S	G
Specimen name		(Unit: %)		(Unit: kg/m³)
Group I	FA15	40	43	162	324	81	–	–	750	1027
	FA25			155	291	97	–	–	762	1044
	SF5			155	368	–	–	19	772	1057
	BS25 + FA25			155	194	97	97	–	760	1041
	BS30 + FA30			155	155	116	116	–	757	1037
	BS50			155	194	–	194	–	769	1054
	BS65 + SF5			155	116	–	252	19	765	1048
Group II	FA25	34	39	155	342	114	–	–	667	1078
	SF5			155	433	–	–	23	677	1094
	BS25 + FA25			155	228	114	114	–	664	1073
	BS30 + FA30			155	182	137	137	–	661	1069
	BS50			155	228	–	228	–	674	1090
	BS65 + SF5			155	137	–	296	23	670	1083
Group III	FA25 + SF5	28	39	155	388	138	–	28	628	1016
	SF5			155	526	–	–	28	644	1041
	BS25 + FA20 + SF5			155	277	111	138	28	628	1016
	BS30 + FA25 + SF5			155	221	138	166	28	624	1009
	BS45 + SF5			155	277	–	249	28	638	1032
	BS65 + SF5			155	137	–	296	23	670	1083